Concrete Design 48" 6 #9 18 fy = 60 ksi fc = 4 ksi h₂=6 Calculate strain in tensile steel Is the resistance factor (capacity reduction factor) equal to a) 0.9 b) greater than 0.9 or c) less than 0.9 Why? 20" fint 1) (Analysis type problem) - Assume that the compression stress block is within the flange. For the T beam shown, using first principles calculate the nominal moment capacity i)

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